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Sample Record for 2022-10-01-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-01-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 10/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2022
The quantity of what the sample constitutes: 5352 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-2586
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-10-01-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/03/2022
Date Tested: 10/01/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test: VEN-101 PM R36.6 to R40.6 North of Padre Juan Rd. OC Sta. 2046+86 to Sta. 2051+32
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2370 g/cc
Count or Density 1 2.12 g/cc
Count or Density 2 1.98 g/cc
Count or Density 3 2.11 g/cc
Standard Count Moisture 651 g/cc
Moisture Count 1 0.24 g/cc
Moisture Count 2 0.19 g/cc
Moisture Count 3 0.22 g/cc
Sum of Count or Density 6.21 g/cc
Average of Count or Density 2.07 g/cc
Sum of Moisture Count 0.65 g/cc
Average of Moisture Count 0.22 g/cc
Calculated Percent Relative Compaction 95.4 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2022-10-01-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/03/2022
Date Tested: 10/01/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test: VEN-101 PM R36.6 to R40.6 North of Padre Juan Rd. OC Sta. 2046+86 to Sta. 2051+32
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.07
Highest adjust wet density 2.17
Relative compaction 95
% Moisture 11.7 %
Optimum Moisture no data